Volume 40 Issue 9
Sep.  2023
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NING Ke-yang, YANG Lu, ZHANG Yun, LIN Zi-qian, GUO Yu-ying. RESEARCH ON SECTION CLASSIFICATION OF AUSTENITIC STAINLESS STEEL FLEXURAL MEMBERS[J]. Engineering Mechanics, 2023, 40(9): 98-107. doi: 10.6052/j.issn.1000-4750.2022.01.0037
Citation: NING Ke-yang, YANG Lu, ZHANG Yun, LIN Zi-qian, GUO Yu-ying. RESEARCH ON SECTION CLASSIFICATION OF AUSTENITIC STAINLESS STEEL FLEXURAL MEMBERS[J]. Engineering Mechanics, 2023, 40(9): 98-107. doi: 10.6052/j.issn.1000-4750.2022.01.0037

RESEARCH ON SECTION CLASSIFICATION OF AUSTENITIC STAINLESS STEEL FLEXURAL MEMBERS

doi: 10.6052/j.issn.1000-4750.2022.01.0037
  • Received Date: 2022-01-07
  • Accepted Date: 2022-04-15
  • Rev Recd Date: 2022-04-11
  • Available Online: 2022-04-15
  • Publish Date: 2023-09-06
  • In order to study the section classification of stainless steel flexural members, the finite element (FE) software ABAQUS was used to establish the FE model of stainless steel welded I-section and box-section members, and the validity of the FE models was verified by the experimental results. Using the FE model, a large number of parameter analyses were carried out, and the rationality and applicability of the classification limit of the width-to-thickness ratio of section plates in European stainless steel code EN 1993-1-4+A2 and standard for design of steel structures GB 50017−2017 were evaluated. By considering the correlation of section components, the paper proposed the section classification method, width-to-thickness ratio grade and limit value of section plates for austenitic stainless steel flexural members.
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  • [1]
    GARDNER L. Stability and design of stainless steel structures – Review and outlook [J]. Thin-Walled Structures, 2019, 141: 208 − 216. doi: 10.1016/j.tws.2019.04.019
    [2]
    CECS 410: 2015, 不锈钢结构技术规程[S]. 北京: 中国计划出版社, 2015.

    CECS 410: 2015, Technical specification for stainless steel structures [S]. Beijing: China Planning Press, 2015. (in Chinese)
    [3]
    GB 50017−2017, 钢结构设计标准[S]. 北京: 中国建筑工业出版, 2017.

    GB 50017−2017, Standard for design of steel structures [S]. Beijing: China Architecture& Building Presss, 2017. (in Chinese)
    [4]
    EN 1993-1-4+A2, Eurocode 3: Design of steel structures- Part 1-4: General rules: Supplementary rules for stainless steels [S]. Brussels: European Committee for Standardization, 2020.
    [5]
    王萌, 杨维国, 王元清, 等. 奥氏体不锈钢滞回本构模型研究[J]. 工程力学, 2015, 32(11): 107 − 114. doi: 10.6052/j.issn.1000-4750.2014.04.0354

    WANG Meng, YANG Weiguo, WANG Yuanqiang, et al. Study on hysteretic constitutive model of austenitic stainless steel [J]. Engineering Mechanics, 2015, 32(11): 107 − 114. (in Chinese) doi: 10.6052/j.issn.1000-4750.2014.04.0354
    [6]
    常笑, 杨璐, 王萌, 等. 循环荷载下奥氏体型和双相型不锈钢材料本构关系研究[J]. 工程力学, 2019, 36(5): 140 − 150. doi: 10.6052/j.issn.1000-4750.2018.03.0184

    CHANG Xiao, YANG Lu, WANG Meng, et al. Study on constitutive model of austenitic stainless steel and duplex stainless steel under cyclic loading [J]. Engineering Mechanics, 2019, 36(5): 140 − 150. (in Chinese) doi: 10.6052/j.issn.1000-4750.2018.03.0184
    [7]
    骆晶, 施刚, 毛灵涛, 等. 双相型不锈钢 S22053 循环本构关系研究[J]. 工程力学, 2021, 38(9): 171 − 181. doi: 10.6052/j.issn.1000-4750.2020.09.0659

    LUO Jing, SHI Gang, MAO Lingtao, et al. Constitutive relation of duplex stainless steel S22053 under cyclic loading [J]. Engineering Mechanics, 2021, 38(9): 171 − 181. (in Chinese) doi: 10.6052/j.issn.1000-4750.2020.09.0659
    [8]
    杨璐, 宁克洋, 班慧勇, 等. 不锈钢焊接箱形截面压弯构件弯曲屈曲试验研究[J]. 工程力学, 2018, 35(12): 143 − 150. doi: 10.6052/j.issn.1000-4750.2017.09.0741

    YANG Lu, NING Keyang, BAN Huiyong, et al. Experimental research on flexural buckling of stainless steel welded box-section beam-columns [J]. Engineering Mechanics, 2018, 35(12): 143 − 150. (in Chinese) doi: 10.6052/j.issn.1000-4750.2017.09.0741
    [9]
    宁克洋, 杨璐, 赵梦涵. 不锈钢压弯构件整体稳定性能有限元研究与承载力计算方法[J]. 工程力学, 2019, 36(12): 113 − 120. doi: 10.6052/j.issn.1000-4750.2018.12.0705

    NING Keyang, YANG Lu, ZHAO Menghan. FE research on the overall stability of stainless-steel beam-columns and calculation method of bearing capacity [J]. Engineering Mechanics, 2019, 36(12): 113 − 120. (in Chinese) doi: 10.6052/j.issn.1000-4750.2018.12.0705
    [10]
    NING K Y, YANG L, BAN H Y, et al. Experimental and numerical studies on hysteretic behaviour of stainless steel welded box-section columns [J]. Thin-Walled Structures, 2019, 136: 280 − 291. doi: 10.1016/j.tws.2018.12.038
    [11]
    NING K Y, YANG L, WANG J, et al. Experimental and numerical study of hot-rolled duplex stainless steel CHS columns [J]. Journal of Constructional Steel Research, 2021, 180: 106579. doi: 10.1016/j.jcsr.2021.106579
    [12]
    SUN Y, ZHAO O. Material response and local stability of high-chromium stainless steel welded I-sections [J]. Engineering Structures, 2019, 178: 212 − 226. doi: 10.1016/j.engstruct.2018.10.024
    [13]
    袁焕鑫, 陈晓婉, 蔡继生, 等. 不锈钢焊接截面简支梁非线性变形性能研究[J]. 工程力学, 2021, 38(1): 78 − 88. doi: 10.6052/j.issn.1000-4750.2020.01.0022

    YUAN Huanxin, CHEN Xiaowan, CAI Jisheng, et al. Non-linear deflection performance of welded stainless steel I-section beams [J]. Engineering Mechanics, 2021, 38(1): 78 − 88. (in Chinese) doi: 10.6052/j.issn.1000-4750.2020.01.0022
    [14]
    宁克洋, 杨璐, 班慧勇. 不锈钢箱形截面柱抗震性能研究[J]. 土木工程学报, 2020, 53(4): 23 − 30.

    NING Keyang, YANG Lu, BAN Huiyong. Research on seismic behavior of stainless steel box-section column [J]. China Civil Engineering Journal, 2020, 53(4): 23 − 30. (in Chinese)
    [15]
    袁焕鑫, 陈晓婉, 向虎, 等. 弯剪共同作用下不锈钢薄腹梁承载性能试验研究[J]. 土木工程学报, 2021, 54(4): 37 − 44.

    YUAN Huanxin, CHEN Xiaowan, XIANG Hu, et al. Experimental study on stainless steel plate girders subjected to bending and shear interaction [J]. China Civil Engineering Journal, 2021, 54(4): 37 − 44. (in Chinese)
    [16]
    BU Y D, WANG Y Q, ZHAO Y P. Study of stainless steel bolted extended end-plate joints under seismic loading [J]. Thin-Walled Structures, 2019, 144: 106255. doi: 10.1016/j.tws.2019.106255
    [17]
    GAO J D, DU X X, YUAN H X, et al. Hysteretic performance of stainless steel double extended end-plate beam-to-column joints subject to cyclic loading [J]. Thin-Walled Structures, 2021, 164: 107787. doi: 10.1016/j.tws.2021.107787
    [18]
    王元清, 乔学良, 贾连光, 等. 单调加载下不锈钢结构梁柱栓焊混用节点承载性能分析[J]. 工程力学, 2019, 36(增刊 1): 59 − 65. doi: 10.6052/j.issn.1000-4750.2018.07.S008

    WANG Yuanqing, QIAO Xueliang, JIA Lianguang, et al. Experimental research and FEM analysis on behavior of beam-column connections made of stainless-steel [J]. Engineering Mechanics, 2019, 36(Suppl 1): 59 − 65. (in Chinese) doi: 10.6052/j.issn.1000-4750.2018.07.S008
    [19]
    GARDNER L, THEOFANOUS M. Discrete and continuous treatment of local buckling in stainless steel elements [J]. Journal of Constructional Steel Research, 2008, 64: 1207 − 1216. doi: 10.1016/j.jcsr.2008.07.003
    [20]
    SUN Y, LIU Z K, LIANG Y T, et al. Experimental and numerical investigations of hot-rolled austenitic stainless steel equal-leg angle sections [J]. Thin-Walled Structures, 2019: 144.
    [21]
    GKANTOU M, KOKOSIS G, THEOFANOUS M, et al. Plastic design of stainless steel continuous beams [J]. Journal of Constructional Steel Research, 2019, 152: 68 − 80. doi: 10.1016/j.jcsr.2018.03.025
    [22]
    ZHANG L L, TAN, K H, ZHAO O. Local stability of press-braked stainless steel angle and channel sections: Testing, numerical modelling and design analysis [J]. Engineering Structures, 2020, 203: 109869. doi: 10.1016/j.engstruct.2019.109869
    [23]
    YUAN H X, WANG Y Q, GARDNER L, et al. Local-overall interactive buckling of welded stainless steel box section compression members [J]. Engineering Structures, 2014, 67: 62 − 76. doi: 10.1016/j.engstruct.2014.02.012
    [24]
    GARDNER L, NETHERCOT D A. Numerical modeling of stainless steel structural components-a consistent approach [J]. Journal of Structural Engineering, 2004, 130(10): 1586 − 1601. doi: 10.1061/(ASCE)0733-9445(2004)130:10(1586)
    [25]
    YUAN H X, WANG Y Q, SHI Y J, et al. Residual stress distributions in welded stainless steel sections [J]. Thin-Walled Structures, 2014, 79(2): 38 − 51.
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